A2._Plans _Maps _Drawings_Sugar-Creek-Phase-2.pdf

PDF 7 MB Posted Feb 13, 2015

Attached to: Sugarcreek Stormproofing, Phase 2 Federal contract opportunity
Solicitation number: AG-9AC7-S-15-0054
Issued by: Department of Agriculture Forest Service R5-Pacific Southwest Region

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CA9_mod_5 _022015.pdf	PDF	Mar 6, 2015
Amendment_1.pdf	PDF	Mar 6, 2015
A1._SpecialSpecs_edited.pdf	PDF	Feb 13, 2015
A5._SF_24-Bid_Bond_06302016.pdf	PDF	Feb 13, 2015
AG-9AC7-S-15-0054_Solicitation.pdf	PDF	Feb 13, 2015
A3._PAL_Fire_Plan_030613.pdf	PDF	Feb 13, 2015
A4._CA9 _mod_4_02132015.pdf	PDF	Feb 13, 2015

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Dave Seiler

Ken Stagg

Ted McArthur

P atri ci a Granth am

COUNTY ROAD

FOREST SERVICE

ROAD NUMBER

LEGEND

PROJECT ROAD

STATE HIGHWAY

LOCALITY MAP

NO SCALE

ITEM

DESCRIPTION

METHOD OF

MEASURE

-MENT

PAY

UNIT

40N26

ROAD NO. TOTALS

20104 CLEARING & GRUBBING, DISPOSAL OF TOPS & LIMBS (F), LOGS (DECK), STUMPS (F) CQ LS ALL ALL

ALL ALL15754 SOIL EROSION & POLLUTION CONTROL LSQ LS

3820420A DRAINAGE EXCAVATION, TYPE IV ROLLING DIP, CLASS L (LOWBOY)

15101 MOBILIZATION LSQ LS ALL ALL

AQ EA

1.3

62529 SEEDING & MULCHING, DRY METHOD CQ ACRE

40N74

47030111 AGGREGATE, TYPE 1-1/2" MINUS SURFACE COURSE, GRADING (C), COMPACTION (C) DQ CY

40N26B

40N75

40 060211A 24"Ø CORRUGATED METAL PIPE, 0.079-IN THICKNESS FOR STEEL, METHOD (A) AQ LF

0 060211B 30"Ø CORRUGATED METAL PIPE, 0.109-IN THICKNESS FOR STEEL, METHOD (A) AQ LF

7020401 EXCAVATION, PLACEMENT METHOD (B), COMPACTION (B) DQ CY

1.7920402 EXCAVATION, PLACEMENT METHOD (B), COMPACTION (B) DQ MILE

220305 REMOVAL OF CMP(S) AQ EA

030304 ROAD RECONDITIONING, CONSTRUCT DITCH DQ MILE

2.7

1 060708 CLEAN/MAINTAIN CULVERTS IN PLACE AQ EA

060211D

42"Ø CORRUGATED METAL PIPE, 0.109-IN THICKNESS FOR STEEL, METHOD (A) AQ LF

4060211C 36"Ø CORRUGATED METAL PIPE, 0.109-IN THICKNESS FOR STEEL, METHOD (A) AQ LF

70 0

120420B DRAINAGE EXCAVATION, LOW WATER CROSSING AQ EA

1.5

0 060605 METAL/FLARED END SECTION AQ EA 3 4

2 0640000 ROAD CLOSURE DEVICES AQ EA 0 0

0 180

640 0 0

ALL

025161 INSTALL BOULDER BARRIER, MIN. SIZE 27 CF AQ EA

0.84

0.95

1.35

0.03 0 0

DESCRIPTION

METHOD OF

MEASURE

-MENT

PAY

UNIT

40N66A

ROAD NO. TOTALS

20104 CLEARING & GRUBBING, DISPOSAL OF TOPS & LIMBS (F), LOGS (DECK), STUMPS (F) CQ LS ALL ALL

ALL ALL15754 SOIL EROSION & POLLUTION CONTROL LSQ LS

1620420A DRAINAGE EXCAVATION, TYPE IV ROLLING DIP, CLASS L (LOWBOY)

15101 MOBILIZATION LSQ LS ALL ALL

AQ EA

62529 SEEDING & MULCHING, DRY METHOD CQ ACRE

BASE

PACKAGE

40N66

26130111 AGGREGATE, TYPE 1-1/2" MINUS SURFACE COURSE, GRADING (C), COMPACTION (C) DQ CY

0 4060211A 24"Ø CORRUGATED METAL PIPE, 0.079-IN THICKNESS FOR STEEL, METHOD (A) AQ LF

0 060211B 30"Ø CORRUGATED METAL PIPE, 0.109-IN THICKNESS FOR STEEL, METHOD (A) AQ LF

141020401 EXCAVATION, PLACEMENT METHOD (B), COMPACTION (B) DQ CY

0.5920402 EXCAVATION, PLACEMENT METHOD (B), COMPACTION (B) DQ MILE

120305 REMOVAL OF CMP(S) AQ EA

030304 ROAD RECONDITIONING, CONSTRUCT DITCH DQ MILE

2 060708 CLEAN/MAINTAIN CULVERTS IN PLACE AQ EA

060211D

42"Ø CORRUGATED METAL PIPE, 0.109-IN THICKNESS FOR STEEL, METHOD (A) AQ LF

4060211C 36"Ø CORRUGATED METAL PIPE, 0.109-IN THICKNESS FOR STEEL, METHOD (A) AQ LF

020420B DRAINAGE EXCAVATION, LOW WATER CROSSING AQ EA

0 160605 METAL/FLARED END SECTION AQ EA

0 065000 ROAD CLOSURE DEVICES AQ EA

025161 INSTALL BOULDER BARRIER, MIN. SIZE 27 CF AQ EA

0.49

DESCRIPTION

METHOD OF

MEASURE

-MENT

PAY

UNIT

ROAD NO. TOTALS

20104 CLEARING & GRUBBING, DISPOSAL OF TOPS & LIMBS (F), LOGS (DECK), STUMPS (F) CQ LS ALL ALL

ALL ALL15754 SOIL EROSION & POLLUTION CONTROL LSQ LS

4220420A DRAINAGE EXCAVATION, TYPE IV ROLLING DIP, CLASS L (LOWBOY)

15101 MOBILIZATION LSQ LS ALL ALL

AQ EA

62529 SEEDING & MULCHING, DRY METHOD CQ ACRE

158530111 AGGREGATE, TYPE 1-1/2" MINUS SURFACE COURSE, GRADING (C), COMPACTION (C) DQ CY

OPTION #3

40N20

OPTION #4

40N26B.1

140 060211A 24"Ø CORRUGATED METAL PIPE, 0.079-IN THICKNESS FOR STEEL, METHOD (A) AQ LF

0 060211B 30"Ø CORRUGATED METAL PIPE, 0.109-IN THICKNESS FOR STEEL, METHOD (A) AQ LF

2020401 EXCAVATION, PLACEMENT METHOD (B), COMPACTION (B) DQ CY

2.0920402 EXCAVATION, PLACEMENT METHOD (B), COMPACTION (B) DQ MILE

320305 REMOVAL OF CMP(S) AQ EA

030304 ROAD RECONDITIONING, CONSTRUCT DITCH DQ MILE

0 360708 CLEAN/MAINTAIN CULVERTS IN PLACE AQ EA

060211D

42"Ø CORRUGATED METAL PIPE, 0.109-IN THICKNESS FOR STEEL, METHOD (A) AQ LF

4060211C 36"Ø CORRUGATED METAL PIPE, 0.109-IN THICKNESS FOR STEEL, METHOD (A) AQ LF

0 0

020420B DRAINAGE EXCAVATION, LOW WATER CROSSING AQ EA

0 060605 METAL/FLARED END SECTION AQ EA 0 0

0 0640000 ROAD CLOSURE DEVICES AQ EA 0 0

0 0

0 0 0

ALL

625161 INSTALL BOULDER BARRIER, MIN. SIZE 27 CF AQ EA

0.7

8.35

0.29

0 0 0

OPTION #2

40N65

OPTION #1

40N66

METAL PIPE, PIPE ARCHES OR ARCHES

SECTION 602 OR 605 604 605 621 251

C O

R R

U G

A T

I O

N S

C M P

E L

B O

B R

A N

C H

O N

E N

E C

T I O

I N

L E

I S

E R

P I P

I N

L E

P R

E F

A B

R I C

A T

E D

R A

I N

S F

G R

A N

U L

I L

L E

M A

T E

R I A

I N

C H

I N

C H

I N

C H

I N

C H

A N

C H

T A

K E

G E

O T

E X

T I L

SIZE

C M P

D E

B R

Y P

TYPE

PREFAB DRAIN

CORR. METAL SPILLWAY RIPRAP

REMARKS

VIII V III SY

SITE

MILE POST

ROAD NO.

NOTES:

1. QUANTITIES ON THIS SHEET ARE BASED ON

DESIGN DATA ONLY & ARE SUBJECT TO

ADJUSTMENTS BEFORE & DURING

CONSTRUCTION TO SUIT FIELD CONDITIONS.

ABBREVIATIONS:

Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE

SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH

PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT

SIZE TYPE NO TYPE

CU. YDS.

C L

A S

C L

A S

C L

A S

I N

L E

A S

S E

M B

L Y

FLUME OUTLET

PIPE

40N26 0.07 3010 CONSTRUCT TYPE IV ROLLING DIP

C M P

0.12

0.15

0.23

0.27

0.30

0.41

0.52

0.57

3010 CONSTRUCT TYPE IV ROLLING DIP

6020 CONSTRUCT TYPE IV ROLLING DIP

3010 CONSTRUCT TYPE IV ROLLING DIP

0.61

0.67

0.72

0.78

0.84

40N26

0.93

0.99

1.09

1.15

1.20

1.22

1.28

1.32

1.35

1.40

1.45

1.51

1.56

3010 CONSTRUCT TYPE IV ROLLING DIP

C O

R R

U G

A T

I O

N S

C M P

E L

B O

B R

A N

E N

E C

T I O

I N

L E

I S

E R

P I P

I N

L E

P R

E F

A B

R I C

A T

I N

S F

G R

A N

U L

L E

M A

T E

R I A

I N

C H

I N

C H

I N

C H

I N

C H

A N

C H

K E

G E

O T

E X

T I L

SIZE

C M P

D E

B R

Y P

TYPE

PREFAB DRAIN

CORR. METAL SPILLWAY RIPRAP

REMARKS

VIII V III SY

SITE

MILE POST

ROAD NO.

NOTES:

1. QUANTITIES ON THIS SHEET ARE BASED ON

DESIGN DATA ONLY & ARE SUBJECT TO

ADJUSTMENTS BEFORE & DURING

CONSTRUCTION TO SUIT FIELD CONDITIONS.

ABBREVIATIONS:

Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE

SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH

PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT

SIZE TYPE NO TYPE

CU. YDS.

C L

A S

C L

A S

C L

A S

I N

L E

A S

S E

M B

L Y

FLUME OUTLET

PIPE

40N26 1.58 3010 CONSTRUCT TYPE IV ROLLING DIP

C M P

40N26

1.62 3010 CONSTRUCT TYPE IV ROLLING DIP

1.65 3010 CONSTRUCT TYPE IV ROLLING DIP

1.67 3010 CONSTRUCT TYPE IV ROLLING DIP

1.72 3010 CONSTRUCT TYPE IV ROLLING DIP

1.76 3010 CONSTRUCT TYPE IV ROLLING DIP

1.78 3010 CONSTRUCT TYPE IV ROLLING DIP

1.81 3010 CONSTRUCT TYPE IV ROLLING DIP

1.85

1.87

1.90 3010 CONSTRUCT LOW WATER CROSSING

REMOVE EXISTING CMP/INSTALL NEW CMP903040

REMOVE EXISTING CMP/INSTALL NEW CMP602040

40N74 0.02 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.07 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.11 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.15 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.18 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.21 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.25 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.29 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.34 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.38 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.43 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.47 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.52 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.58 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.65 3010 CONSTRUCT TYPE IV ROLLING DIP

C O

R R

U G

A T

I O

N S

C M P

E L

B O

B R

A N

E N

E C

T I O

I N

L E

I S

E R

P I P

I N

L E

P R

E F

A B

R I C

A T

I N

S F

G R

A N

U L

L E

M A

T E

R I A

I N

C H

I N

C H

I N

C H

I N

C H

A N

C H

K E

G E

O T

E X

T I L

SIZE

C M P

D E

B R

Y P

TYPE

PREFAB DRAIN

CORR. METAL SPILLWAY RIPRAP

REMARKS

VIII V III SY

SITE

MILE POST

ROAD NO.

NOTES:

1. QUANTITIES ON THIS SHEET ARE BASED ON

DESIGN DATA ONLY & ARE SUBJECT TO

ADJUSTMENTS BEFORE & DURING

CONSTRUCTION TO SUIT FIELD CONDITIONS.

ABBREVIATIONS:

Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE

SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH

PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT

SIZE TYPE NO TYPE

CU. YDS.

C L

A S

C L

A S

C L

A S

I N

L E

A S

S E

M B

L Y

FLUME OUTLET

PIPE

40N74 0.69 3010 CONSTRUCT TYPE IV ROLLING DIP

C M P

40N75 0.03 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.72 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.74 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.77 3010 CONSTRUCT TYPE IV ROLLING DIP

40N74 0.82 3010 CONSTRUCT TYPE IV ROLLING DIP

40N26B 0.03 3010 CONSTRUCT TYPE IV ROLLING DIP

40N26B 0.06 3010 CONSTRUCT TYPE IV ROLLING DIP

40N26B 0.18 3010 CONSTRUCT TYPE IV ROLLING DIP

40N26B 0.20 3010 CONSTRUCT TYPE IV ROLLING DIP

40N26B 0.35 3010 CONSTRUCT TYPE IV ROLLING DIP

40N26B 0.49 3010 CONSTRUCT TYPE IV ROLLING DIP

40N26B 0.60 3010 CONSTRUCT TYPE IV ROLLING DIP

40N26B 0.64 3010 CONSTRUCT TYPE IV ROLLING DIP

40N26B 0.71 3010 CONSTRUCT TYPE IV ROLLING DIP

40N26B 0.80 3010 CONSTRUCT TYPE IV ROLLING DIP

40N26B 0.84 3010 CONSTRUCT TYPE IV ROLLING DIP

40N26B 0.88 3010 CONSTRUCT TYPE IV ROLLING DIP

40N26B 0.92 3010 CONSTRUCT TYPE IV ROLLING DIP

40N26B 0.11 9030 CONSTRUCT ROLLING DIP, INSTALL END SECTION, CLEAN CMP36 2

9030 CONSTRUCT DIP, INSTALL END SECTION, REPLACE CMP36 27040N26B 0.33

40N26B 0.47 9030 CONSTRUCT ROLLING DIP, INSTALL END SECTION, CLEAN CMP24 1

40N75 0.06 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.16 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.28 3010 CONSTRUCT TYPE IV ROLLING DIP

C O

R R

U G

A T

I O

N S

C M P

E L

B O

B R

A N

E N

E C

T I O

I N

L E

I S

E R

P I P

I N

L E

P R

E F

A B

R I C

A T

I N

S F

G R

A N

U L

L E

M A

T E

R I A

I N

C H

I N

C H

I N

C H

I N

C H

A N

C H

K E

G E

O T

E X

T I L

SIZE

C M P

D E

B R

Y P

TYPE

PREFAB DRAIN

CORR. METAL SPILLWAY RIPRAP

REMARKS

VIII V III SY

SITE

MILE POST

ROAD NO.

NOTES:

1. QUANTITIES ON THIS SHEET ARE BASED ON

DESIGN DATA ONLY & ARE SUBJECT TO

ADJUSTMENTS BEFORE & DURING

CONSTRUCTION TO SUIT FIELD CONDITIONS.

ABBREVIATIONS:

Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE

SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH

PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT

SIZE TYPE NO TYPE

CU. YDS.

C L

A S

C L

A S

C L

A S

I N

L E

A S

S E

M B

L Y

FLUME OUTLET

PIPE

C M P

40N75 0.32 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.37 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.46 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.49 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.51 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.55 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.65 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.66 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.68 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.71 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.73 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.76 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.80 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.85 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.87 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.88 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.91 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.98 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 1.01 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 1.08 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 1.12 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 1.23 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.61 3010 CONSTRUCT TYPE IV ROLLING DIP

40N75 0.62 9030 CONSTRUCT ROLLING DIP, INSTALL CMP & END SECTION42 380

40N75 1.05 3010 CONSTRUCT ROLLING DIP, INSTALL CMP & END SECTION24 160

40N75 1.18 3010 CONSTRUCT TYPE IV ROLLING DIP

C O

R R

U G

A T

I O

N S

C M P

E L

B O

B R

A N

E N

E C

T I O

I N

L E

I S

E R

P I P

I N

L E

P R

E F

A B

R I C

A T

I N

S F

G R

A N

U L

L E

M A

T E

R I A

I N

C H

I N

C H

I N

C H

I N

C H

A N

C H

K E

G E

O T

E X

T I L

SIZE

C M P

D E

B R

Y P

TYPE

PREFAB DRAIN

CORR. METAL SPILLWAY RIPRAP

REMARKS

VIII V III SY

SITE

MILE POST

ROAD NO.

NOTES:

1. QUANTITIES ON THIS SHEET ARE BASED ON

DESIGN DATA ONLY & ARE SUBJECT TO

ADJUSTMENTS BEFORE & DURING

CONSTRUCTION TO SUIT FIELD CONDITIONS.

ABBREVIATIONS:

Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE

SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH

PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT

SIZE TYPE NO TYPE

CU. YDS.

C L

A S

C L

A S

C L

A S

I N

L E

A S

S E

M B

L Y

FLUME OUTLET

PIPE

C M P

40N75 1.28 3010 CONSTRUCT ROLLING DIP, INSTALL CMP & END SECTION24 160

40N75 1.33 3010 CONSTRUCT TYPE IV ROLLING DIP

40N66A 0.04

3010 CONSTRUCT TYPE IV ROLLING DIP

15050 CONSTRUCT ROLLING DIP, CLEAN CMP

40N66A 0.06

3010 CONSTRUCT TYPE IV ROLLING DIP40N66A 0.08

3010 CONSTRUCT TYPE IV ROLLING DIP40N66A 0.10

3010 CONSTRUCT TYPE IV ROLLING DIP40N66A 0.12

40N66A 0.14 9030 CONSTRUCT ROLLING DIP, CLEAN CMP

3010 CONSTRUCT TYPE IV ROLLING DIP40N66A 0.16

3010 CONSTRUCT TYPE IV ROLLING DIP40N66A 0.24

3010 CONSTRUCT TYPE IV ROLLING DIP40N66A 0.27

3010 CONSTRUCT TYPE IV ROLLING DIP40N66A 0.30

3010 CONSTRUCT TYPE IV ROLLING DIP40N66A 0.34

3010 CONSTRUCT TYPE IV ROLLING DIP40N66A 0.36

3010 CONSTRUCT TYPE IV ROLLING DIP40N66A 0.43

3010 CONSTRUCT TYPE IV ROLLING DIP40N66A 0.49

3010 CONSTRUCT TYPE IV ROLLING DIP40N66A 0.53

9030 CONSTRUCT ROLLING DIP, REPLACE CMP4040N66A 0.29

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.05

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.10

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.14

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.18

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.25

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.32

REPLACE CMP & INSTALL END SECTION24 14040N66 0.15 3010

C O

R R

U G

A T

I O

N S

C M P

E L

B O

B R

A N

E N

E C

T I O

I N

L E

I S

E R

P I P

I N

L E

P R

E F

A B

R I C

A T

I N

S F

G R

A N

U L

L E

M A

T E

R I A

I N

C H

I N

C H

I N

C H

I N

C H

A N

C H

K E

G E

O T

E X

T I L

SIZE

C M P

D E

B R

Y P

TYPE

PREFAB DRAIN

CORR. METAL SPILLWAY RIPRAP

REMARKS

VIII V III SY

SITE

MILE POST

ROAD NO.

NOTES:

1. QUANTITIES ON THIS SHEET ARE BASED ON

DESIGN DATA ONLY & ARE SUBJECT TO

ADJUSTMENTS BEFORE & DURING

CONSTRUCTION TO SUIT FIELD CONDITIONS.

ABBREVIATIONS:

Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE

SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH

PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT

SIZE TYPE NO TYPE

CU. YDS.

C L

A S

C L

A S

C L

A S

I N

L E

A S

S E

M B

L Y

FLUME OUTLET

PIPE

C M P

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.37

REPLACE CMP & INSTALL END SECTION60 602040N66 0.38

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.41

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.46

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.50

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.56

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.58

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.60

C O

R R

U G

A T

I O

N S

C M P

E L

B O

B R

A N

E N

E C

T I O

I N

L E

I S

E R

P I P

I N

L E

P R

E F

A B

R I C

A T

I N

S F

G R

A N

U L

L E

M A

T E

R I A

I N

C H

I N

C H

I N

C H

I N

C H

A N

C H

K E

G E

O T

E X

T I L

SIZE

C M P

D E

B R

Y P

TYPE

PREFAB DRAIN

CORR. METAL SPILLWAY RIPRAP

REMARKS

VIII V III SY

SITE

MILE POST

ROAD NO.

NOTES:

1. QUANTITIES ON THIS SHEET ARE BASED ON

DESIGN DATA ONLY & ARE SUBJECT TO

ADJUSTMENTS BEFORE & DURING

CONSTRUCTION TO SUIT FIELD CONDITIONS.

ABBREVIATIONS:

Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE

SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH

PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT

SIZE TYPE NO TYPE

CU. YDS.

C L

A S

C L

A S

C L

A S

I N

L E

A S

S E

M B

L Y

FLUME OUTLET

PIPE

C M P

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.65

40N66 0.69

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.77

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.83

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.86

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.93

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.96

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 0.98

3010 CONSTRUCT TYPE IV ROLLING DIP

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.01

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.06

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.11

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.16

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.18

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.21

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.26

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.28

40N66 0.99 6020 INSTALL CMP, CONSTRUCT TYPE IV ROLLING DIP

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.32

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.35

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.38

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.43

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.46

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.51

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.54

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.59

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.64

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.70

C O

R R

U G

A T

I O

N S

C M P

E L

B O

B R

A N

E N

E C

T I O

I N

L E

I S

E R

P I P

I N

L E

P R

E F

A B

R I C

A T

I N

S F

G R

A N

U L

L E

M A

T E

R I A

I N

C H

I N

C H

I N

C H

I N

C H

A N

C H

K E

G E

O T

E X

T I L

SIZE

C M P

D E

B R

Y P

TYPE

PREFAB DRAIN

CORR. METAL SPILLWAY RIPRAP

REMARKS

VIII V III SY

SITE

MILE POST

ROAD NO.

NOTES:

1. QUANTITIES ON THIS SHEET ARE BASED ON

DESIGN DATA ONLY & ARE SUBJECT TO

ADJUSTMENTS BEFORE & DURING

CONSTRUCTION TO SUIT FIELD CONDITIONS.

ABBREVIATIONS:

Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE

SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH

PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT

SIZE TYPE NO TYPE

CU. YDS.

C L

A S

C L

A S

C L

A S

I N

L E

A S

S E

M B

L Y

FLUME OUTLET

PIPE

C M P

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.75

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.80

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.84

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.86

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 1.98

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 2.04

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 2.09

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 2.15

6020 REPLACE CMP, CONSTRUCT TYPE IV ROLLING DIP4040N66 2.11

40N66 2.17 CLEAN CMP, CONSTRUCT TYPE IV ROLLING DIP3010

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 2.23

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 2.60

3010 CONSTRUCT TYPE IV ROLLING DIP40N66 2.66

40N66

6020 REPLACE CMP, CONSTRUCT TYPE IV ROLLING DIP40

2.35

2.48

C O

R R

U G

A T

I O

N S

C M P

E L

B O

B R

A N

E N

E C

T I O

I N

L E

I S

E R

P I P

I N

L E

P R

E F

A B

R I C

A T

I N

S F

G R

A N

U L

L E

M A

T E

R I A

I N

C H

I N

C H

I N

C H

I N

C H

A N

C H

K E

G E

O T

E X

T I L

SIZE

C M P

D E

B R

Y P

TYPE

PREFAB DRAIN

CORR. METAL SPILLWAY RIPRAP

REMARKS

VIII V III SY

SITE

MILE POST

ROAD NO.

NOTES:

1. QUANTITIES ON THIS SHEET ARE BASED ON

DESIGN DATA ONLY & ARE SUBJECT TO

ADJUSTMENTS BEFORE & DURING

CONSTRUCTION TO SUIT FIELD CONDITIONS.

ABBREVIATIONS:

Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE

SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH

PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT

SIZE TYPE NO TYPE

CU. YDS.

C L

A S

C L

A S

C L

A S

I N

L E

A S

S E

M B

L Y

FLUME OUTLET

PIPE

C M P

3010 CONSTRUCT TYPE IV ROLLING DIP40N65 0.05

3010 CONSTRUCT TYPE IV ROLLING DIP40N65 0.10

40N65 0.13

3010 CONSTRUCT TYPE IV ROLLING DIP40N65 0.31

3010 CONSTRUCT TYPE IV ROLLING DIP40N65 0.41

CLEAN CMP, CONSTRUCT TYPE IV ROLLING DIP3010

40N65 0.17 CLEAN CMP, CONSTRUCT TYPE IV ROLLING DIP3010

CONSTRUCT TYPE IV ROLLING DIP

CLEAN CMP, CONSTRUCT TYPE IV ROLLING DIP3010

40N65 0.62

40N65 0.69

C O

R R

U G

A T

I O

N S

C M P

E L

B O

B R

A N

E N

E C

T I O

I N

L E

I S

E R

P I P

I N

L E

P R

E F

A B

R I C

A T

I N

S F

G R

A N

U L

L E

M A

T E

R I A

I N

C H

I N

C H

I N

C H

I N

C H

A N

C H

K E

G E

O T

E X

T I L

SIZE

C M P

D E

B R

Y P

TYPE

PREFAB DRAIN

CORR. METAL SPILLWAY RIPRAP

REMARKS

VIII V III SY

SITE

MILE POST

ROAD NO.

NOTES:

1. QUANTITIES ON THIS SHEET ARE BASED ON

DESIGN DATA ONLY & ARE SUBJECT TO

ADJUSTMENTS BEFORE & DURING

CONSTRUCTION TO SUIT FIELD CONDITIONS.

ABBREVIATIONS:

Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE

SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH

PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT

SIZE TYPE NO TYPE

CU. YDS.

C L

A S

C L

A S

C L

A S

I N

L E

A S

S E

M B

L Y

FLUME OUTLET

PIPE

C M P

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 0.10

40N20 0.65

40N20 0.88

40N20 0.93

40N20 1.01

40N20 1.07

40N20 1.48

40N20 1.73

40N20 1.79

40N20 1.86

40N20 2.35

40N20 2.44

40N20 2.50

3010 CONSTRUCT TYPE IV ROLLING DIP

40N20 3.84 3010 CONSTRUCT TYPE IV ROLLING DIP

40N20 4.01 3010 CONSTRUCT TYPE IV ROLLING DIP

40N20 4.11 3010 CONSTRUCT TYPE IV ROLLING DIP

40N20 4.28 3010 CONSTRUCT TYPE IV ROLLING DIP

40N20 4.40 3010 CONSTRUCT TYPE IV ROLLING DIP

40N20 4.50 3010 CONSTRUCT TYPE IV ROLLING DIP

40N20 4.55 3010 CONSTRUCT TYPE IV ROLLING DIP

40N20 4.61 3010 CONSTRUCT TYPE IV ROLLING DIP

40N20 4.66 3010 CONSTRUCT TYPE IV ROLLING DIP

40N20 4.90 3010 CONSTRUCT TYPE IV ROLLING DIP

40N20 4.99 3010 CONSTRUCT TYPE IV ROLLING DIP

40N20 4.90 3010 CONSTRUCT TYPE IV ROLLING DIP

40N20 5.07 3010 CONSTRUCT TYPE IV ROLLING DIP

40N20 5.16 3010 CONSTRUCT TYPE IV ROLLING DIP

C O

R R

U G

A T

I O

N S

C M P

E L

B O

B R

A N

E N

E C

T I O

I N

L E

I S

E R

P I P

I N

L E

P R

E F

A B

R I C

A T

I N

S F

G R

A N

U L

L E

M A

T E

R I A

I N

C H

I N

C H

I N

C H

I N

C H

A N

C H

K E

G E

O T

E X

T I L

SIZE

C M P

D E

B R

Y P

TYPE

PREFAB DRAIN

CORR. METAL SPILLWAY RIPRAP

REMARKS

VIII V III SY

SITE

MILE POST

ROAD NO.

NOTES:

1. QUANTITIES ON THIS SHEET ARE BASED ON

DESIGN DATA ONLY & ARE SUBJECT TO

ADJUSTMENTS BEFORE & DURING

CONSTRUCTION TO SUIT FIELD CONDITIONS.

ABBREVIATIONS:

Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE

SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH

PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT

SIZE TYPE NO TYPE

CU. YDS.

C L

A S

C L

A S

C L

A S

I N

L E

A S

S E

M B

L Y

FLUME OUTLET

PIPE

C M P

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 5.22

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 5.27

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 5.33

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 5.36

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 5.41

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 5.44

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 5.69

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 5.73

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 5.76

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 5.80

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 5.86

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 5.90

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 6.04

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 6.11

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 6.15

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 6.30

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 6.58

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 6.68

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 6.77

40N20 6.34 15050 CONSTRUCT LOW WATER CROSSING

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 6.81

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 6.86

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 6.91

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 6.96

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 7.08

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 7.11

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 7.27

C O

R R

U G

A T

I O

N S

C M P

E L

B O

B R

A N

E N

E C

T I O

I N

L E

I S

E R

P I P

I N

L E

P R

E F

A B

R I C

A T

I N

S F

G R

A N

U L

L E

M A

T E

R I A

I N

C H

I N

C H

I N

C H

I N

C H

A N

C H

K E

G E

O T

E X

T I L

SIZE

C M P

D E

B R

Y P

TYPE

PREFAB DRAIN

CORR. METAL SPILLWAY RIPRAP

REMARKS

VIII V III SY

SITE

MILE POST

ROAD NO.

NOTES:

1. QUANTITIES ON THIS SHEET ARE BASED ON

DESIGN DATA ONLY & ARE SUBJECT TO

ADJUSTMENTS BEFORE & DURING

CONSTRUCTION TO SUIT FIELD CONDITIONS.

ABBREVIATIONS:

Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE

SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH

PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT

SIZE TYPE NO TYPE

CU. YDS.

C L

A S

C L

A S

C L

A S

I N

L E

A S

S E

M B

L Y

FLUME OUTLET

PIPE

C M P

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 7.33

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 7.35

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 7.39

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 7.45

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 7.47

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 7.50

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 7.54

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 7.60

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 7.65

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 7.83

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 7.95

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 8.04

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 8.15

3010 CONSTRUCT TYPE IV ROLLING DIP40N20 8.25

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM

W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

MIN.

4 FT

X Y

MAX.

TANGENTS &

OUTSIDE OF

CURVES

X Y

4 FT 4 FT 4 FT 4 FT

4 FT 15 FT 15 FT

INSIDE OF

CURVES

NOTES:

1. TRAVELED WAY SHALL BE 16 FEET, PLUS CURVE WIDENING & TURNOUTS.

2. LENGTH OF THE TURNOUTS SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

3. THE EXISTING DITCH SHALL BE FILLED UNLESS NOTED OTHERWISE ON THE DRAWING.

4. PRIOR TO PROJECT IMPLEMENTATION ALL AREAS DESIGNATED OUTSIDE OF THE ROAD PRISM (BORROW, WASTE & STOCKPILE AREAS) WILL

REQUIRE PRIOR APPROVAL FROM THE HERITAGE PROGRAM MANAGER.

5. ALL VEGETATION GREATER THAN 4" DBH SHALL BE LEFT TO MAINTAIN SITE STABILITY EXCEPT WHERE SIGHT DESIGN REQUIRES REMOVAL OR

WHERE DRAINAGE WOULD BE IMPEDED.

6. ALL DISTURBED AREAS OUTSIDE OF THE TRAVELED WAY SHALL BE SEEDED & MULCHED IN ACCORDANCE W/ SPECIFICATION 625.

7. OUTSIDE EDGE OF ROAD SHALL BE EXCAVATED TO CREATE OUTSLOPE. EXCAVATED MATERIAL SHALL BE USED ON INSIDE OF ROAD TO FILL DITCH &

CONSTRUCT SHOULDER.

8. CULVERTS IDENTIFIED FOR REMOVAL SHALL BE DISPOSED OF OFF FEDERAL LANDS. THOSE NOT IDENTIFIED FOR REMOVAL SHALL REMAIN.

9. ROADWAY MAY BE SHIFTED TO PROVIDE SIGHT DISTANCE & CURVE WIDENING AS DIRECTED BY THE ENGINEER.

10. A LIMITED OPERATING SEASON WILL BE REQUIRED TO PROTECT THREATENED AQUATIC SPECIES. UNLESS OTHERWISE AGREED, NO WORK SHALL

BE PERFORMED ON THIS PROJECT BETWEEN OCTOBER 15TH AND APRIL 15TH.

11. IN ACCORDANCE W/ SECTION 15714 AN EROSION CONTROL PLAN SHALL BE SUBMITTED PRIOR TO COMMENCEMENT OF WORK.

Scale: NOT TO SCALE

TYPICAL SECTION - OUTSLOPING W/ FILLED DITCH

Scale: NOT TO SCALE

TYPICAL SECTION - OUTSLOPING W/ NO DITCH

Scale: NOT TO SCALE

TYPICAL SECTION - OUTSLOPING & RETAIN DITCH

Scale: NOT TO SCALE

TYPICAL SECTION - INSLOPING & RETAIN DITCH

CLEARING LIMITS

TRAVELED WAY

OUTSLOPE EDGE

WIDTH VARIABLE

AREA TO BE

SEEDED

CLEARING LIMITS

TRAVELED WAY

OUTSLOPE

EDGE

WIDTH

VARIABLE

AREA TO BE

SEEDED

CLEARING LIMITS

TRAVELED WAY

OUTSLOPE EDGE

WIDTH VARIABLE

AREA TO BE

SEEDED

CLEARING LIMITS

TRAVELED WAY

***NOTE: CRUSHED AGGREGATE SURFACING

COMPACTED DEPTH TO VARY (FROM 4" MIN

TO 6" MAX) BASED ON THE AMOUNT OF

AGGREGATE AWARDED IN THE CONTRACT &

AS MARKED ON THE GROUND BY THE

ENGINEER. ALL BLADING OF THE ROAD

SURFACE SHALL BE INCIDENTAL TO

ROCKING.***

10 14.0

50 60 75 100 150 300

17.0

22.7

26.6

29.4

31.3

32.6

33.5

34.6

14.0 14.7 15.2 15.6 15.7

17.3 17.5 17.6 17.4 16.4

21.9

24.9

26.8

28.1

28.9

29.4

30.0

21.2 20.3 19.0 16.8

23.4 21.6 19.5 16.8

16.8

19.7

19.8

22.3

22.6

22.7

22.8

22.9

24.6

25.7

26.0

26.2

R I

R = CURVE RADIUS TO ROADWAY ℄ (FEET)

I = CENTRAL ANGLE (DEGREES)

#200

80-100 (±6)

64-94 (±6)

40-69 (±6)

31-54 (±6)

4.0-7.0 (±3)

NOTES:

1. EXCAVATE & BURY LOWER 1/3 OF BOULDER

2. PLACE IN UNCOMPACTED NATIVE SOIL AND TAP DIRT

AROUND ROCK EDGE

3. MINIMUM BOULDER SIZE 27 CUBIC FEET

4. MAXIMUM 5' BETWEEN BOULDERS

6. FINAL LOCATION SHALL BE APPROVED BY THE ENGINEER

EXCAVATE ENTIRE FILL TO

NATURAL GROUND AND PLACE ON

ROADWAY TO OBTAIN OUTSLOPE

OR AS DIRECTED BY THE

ENGINEER

NATURAL GROUND

LINE

EXCAVATE FILL AND PLACE

ON ROADWAY TO OBTAIN

OUTSLOPE OR AS DIRECTED

BY THE ENGINEER

NATURAL GROUND

LINE

FILL

EXCAVATE AND

USE FOR FILL

ON DITCH LINE

AND INSIDE OF

ROAD

FILL DITCH

LINE IF

APPLICABLE

FILL

NOTES:

1. TEMPORARY DRAINAGE STRUCTURES REQUIRED TO

DE-WATER SITES NEEDED FOR ACCESS TO WORK AREAS

ARE INCIDENTAL TO ITEM 203(08).

2. DECOMMISSION SHALL RE-ESTABLISH PRE-ROAD

DRAINAGE PATTERNS AS DETERMINED BY THE ENGINEER.

OUTSLOPING SHALL BE CARRIED THROUGH TURNOUTS AND

LANDINGS.

3. ALL DISTURBED AREAS SHALL BE DRY SEEDED AND

MULCHED. SEEDING SEASON WAIVED.

4. AT THE TRANSITION TO DECOMMISSIONING TOPOGRAPHIC

FEATURES WILL BE RESTORED FOR 50' TO 100' OR AS

SPECIFIED IN THE PROJECT DRAWINGS.

5. TREES OVER 8" DBH CAN BE LEFT IN THE CLEARING AND

GRADED AROUND.

6. ALL CLEARING WILL BE DISPOSED OF BY SCATTERING

OUTSIDE OF AREA SEEDED.

7. ALL AREAS TO BE EXCAVATED OR RECEIVE FILL WILL BE

CLEARED IN ADVANCE OF CONSTRUCTION.

8. A LIMITED OPERATING SEASON WILL BE REQUIRED TO

PROTECT THREATENED SPECIES UNLESS OTHERWISE

AGREED, NO WORK SHALL BE PERFORMED ON THIS PROJECT

BETWEEN OCT 15 AND APRIL 15.

9. PRIOR TO PROJECT IMPLEMENTATION ALL AREAS

DESIGNATED OUTSIDE OF ROAD PRISM (BORROW, WASTE

AND STOCKPILE AREAS) WILL REQUIRE PRIOR APPROVAL

FROM THE HERITAGE PROGRAM MANAGER.

BEGIN PLACEMENT OF EXCAVATED

MATERIAL FROM THROUGH FILLS

AND CMP REMOVAL 50' FEET

BEYOND THE HINGE POINT OF

ANY CMP & FILL REMOVAL SITE.

MATERIAL PLACEMENT

NOT TO EXCEED TOP OF

ROAD CUT BANK

I M

FILL HEIGHT

VARIABLE

FILL RATIO

1-1/2:1

FILL

EXCAVATE AND USE FOR FILL IN THROUGH CUTS

ADDITIONAL MATERIAL CAN BE OBTAINED FROM

THROUGH FILLS AS DIRECTED BY THE ENGINEER

FILL

CLEARING AS

NEEDED TO

CREATE

OUTSLOPE

PLACE EXCAVATED MATERIAL

INTO CUT AREA.

EXCAVATE

EXISTING

FILL

SUGAR CREEK

STORMPROOFING PHASE II

40N26

CTY ROAD 1C02

PROJECT LIMIT

REF JCT COUNTY ROAD 1C02

BEGIN CLEARING & BRUSHING

MP 0.00

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

REF GATE, INSTALL LOCK OPEN

POST

MP 0.04

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.07

REF JCT FS 40N75 RT

BEGIN 3%-5% OUTSLOPING

MAINTAIN 14' ROAD PLUS CURVE

WIDENING

MP 0.09

REF JCT LT

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

BEGIN REMOVE BERM RT

MP 0.12

END REMOVE BERM RT

MP 0.14

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.15

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.23

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.27

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.30

CONSTRUCT TURN OUT RT

MP 0.31

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.41

CONSTRUCT TURN OUT RT

MP 0.43

CONSTRUCT TURN OUT RT

MP 0.48

CROWN ROAD, CONSTRUCT

TYPE IV CLASS L *DOUBLE

ROLLING DIP

MP 0.52

REF FS BOUNDARY MARKERMP 0.42

REF JCT RT, BERMED ROADMP 0.54

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.57

CONSTRUCT TURN OUT LT

MP 0.58

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.61

CONSTRUCT TURN OUT LT

MP 0.63

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.72

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.78

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.67

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.84

CONSTRUCT TURN OUT LT

MP 0.87

END OUTSLOPING

BEGIN PLACING 6" COMPACTED

DEPTH OF 1-1/2" MINUS

AGGREGATE SURFACING.

BLADING/COMPACTING OF THE

ROAD SURFACE SHALL BE

INCIDENTAL TO ROCKING.

MP 0.90

*DIP WILL NEED TO DRAIN THE CROWNED ROAD IN BOTH SIDES (I.E.) DRAIN LEFT ON THE LEFT

SIDE OF THE ROAD & RIGHT ON THE RIGHT SIDE OF THE ROAD. EACH SIDE WILL NEED RIPRAP

@ OUTLET

40N26

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.93

CONSTRUCT TURN OUT LT

MP 0.95

REF JCT FS 40N26B RT

BEGIN OUTSLOPING

MP 0.96

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

END AGGREGATE SURFACE

ROCKING

BEGIN REMOVE BERM RT

MP 0.99

END REMOVE BERM RT

MP 1.05

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.09

CONSTRUCT TURN OUT LT

MP 1.10

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.15

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

BEGIN REMOVE BERM RT

MP 1.20

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

END REMOVE BERM RT

MP 1.22

REF JCT RT

CONSTRUCT TURN OUT RT.

MP 1.25

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.28

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.32

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.35

CONSTRUCT TURN OUT RT

MP 1.36

BEGIN REMOVE BERM RT

MP 1.38

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

END REMOVE BERM RT

MP 1.40

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.45

CONSTRUCT TURN OUT RT

MP 1.47

BEGIN REMOVE BERM RT

MP 1.49

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

END REMOVE BERM RT

BEGIN PLACING 6" COMPACTED

DEPTH OF 1-1/2" MINUS

AGGREGATE SURFACING.

BLADING/COMPACTING OF THE

ROAD SURFACE SHALL BE

INCIDENTAL TO ROCKING.

MP 1.51

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.56

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

SUGAR CREEK

STORMPROOFING PHASE II

40N26

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.58

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.62

CONSTRUCT TURN OUT RTMP 1.64

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

BEGIN REMOVE BERM RT

MP 1.65

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

END REMOVE BERM RT

MP 1.67

CONSTRUCT TURN OUT RT

MP 1.70

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.72

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.76

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.78

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.81

REMOVE EXISTING 24"Ø CMP

INSTALL NEW 36"Ø X 40' CMP

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

REDUCE FILL OVER CMP BY 150 CY

BEGIN FILL IN DITCH LT

MP 1.85

CONSTRUCT TURN OUT LT

MP 1.84

REF GATE, INSTALL LOCK OPEN

POST, INSTALL SUPPORT ARM

MP 1.86

REMOVE EXISTING 18"Ø CMP

INSTALL NEW 24"Ø X 40' CMP

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

END FILL IN DITCH LT

MP 1.87

CONSTRUCT TURN OUT RT

MP 1.88

CLEAN & MAINTAIN EXISTING CMP

CONSTRUCT LOW WATER CROSSING

RT (DIM A)

MP 1.90

REF END 40N26/BEGIN FS 40N74

END AGGREGATE SURFACE

ROCKING

END OUTSLOPING

END CLEARING & BRUSHING

MP 1.94

REF JCT RT

ROCK INTERSECTION

MP 1.93

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

SUGAR CREEK

STORMPROOFING PHASE II

40N74

REF END FS 40N26, PROJECT LIMIT

BEGIN 3%-5% OUTSLOPING, 14'

ROAD WIDTH PLUS CURVE

WIDENING, BEGIN FILL IN DITCH LT

BEGIN CLEARING & BRUSHING

NOTE: ANY BOTANICAL SENSITIVE

AREAS SHALL BE

FLAGGED/STAKED BY THE FOREST

SERVICE. EQUIPMENT SHALL NOT

LEAVE THE ROAD OR WORK

OUTSIDE THE ROAD PRISM IN OR

IMMEDIATELY AROUND THESE

AREA(S)

MP 0.00

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.02

END REMOVE BERM RTMP 0.09

CONSTRUCT TURN OUT RTMP 0.04

BEGIN REMOVE BERM RT

MP 0.06

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.07

CONSTRUCT TURN OUT RT

BEGIN REMOVE BERM RT

MP 0.10

END REMOVE BERM RT

MP 0.12

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.11

CONSTRUCT TURN OUT RTMP 0.14

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.15

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.18

CONSTRUCT TURN OUT RT

MP 0.20

REF JCT RT

CONSTRUCT TYPE IV CLASS L

ROLLING DIP @ INTERSECTION

ON SPUR ROAD TO DIVERT

WATER OFF 40N74 ROAD

BEGIN CONSTRUCT DITCH RT

MP 0.21

END DITCH RT

BEGIN OUTSLOPE

MP 0.24

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.25

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.29

REF JCT RT

CONSTRUCT TURN OUT LT

BEGIN PLACING 6" COMPACTED

DEPTH OF 1-1/2" MINUS

AGGREGATE SURFACING.

BLADING/COMPACTING OF THE

ROAD SURFACE SHALL BE

INCIDENTAL TO ROCKING.

MP 0.26

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.34

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.38

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.43

CONSTRUCT TURN OUT LT

MP 0.45

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.47

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

STORMPROOFING PHASE II

40N74

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.52

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.58

CONSTRUCT TURN OUT LT

MP 0.60

CONSTRUCT TURN OUT LT

MP 0.63

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.65

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.69

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.72

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

NOTE: KNOWN BOTANICAL

SENSITIVE SPECIES LOCATION.

EQUIPMENT SHALL NOT LEAVE

THE ROAD OR WORK OUTSIDE

THE ROAD PRISM IN OR

IMMEDIATELY AROUND THE

AREA FLAGGED/STAKED BY THE

FOREST SERVICE

MP 0.74

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.77

MAINTAIN EXISTING LEAD OFF

DITCH

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.82

REF END PROJECT

IMPROVE TURN AROUND

END AGGREGATE SURFACE

ROCKING

END OUTSLOPING

END CLEARING & BRUSHING

MP 0.84

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

SUGAR CREEK

STORMPROOFING PHASE II

40N26B

FS 40N26

PROJECT LIMIT, REF JCT FS 40N26

BEGIN CLEARING & BRUSHING

BEGIN 3%-5% OUTSLOPING, 14'

ROAD WIDTH PLUS CURVE

WIDENING

MP 0.00

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

ALIGN DIP W/ DIP ON ROAD

ABOVE

MP 0.03

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.06

CLEAN & MAINTAIN EXISTING

36"Ø CMP. INSTALL METAL END

SECTION. CONSTRUCT TYPE IV

CLASS L ROLLING DIP RT

REDUCE FILL OVER CMP BY

220 CY

MP 0.11

CONSTRUCT TURN OUT RT

MP 0.12

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.18

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.20

CONSTRUCT TURN OUT RT

MP 0.25

REF EXISTING DAMAGED CMP

INSTALL NEW 36"Ø X 70' CMP

W/ METAL END SECTION

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

REDUCE FILL OVER CMP BY

120 CY

MP 0.33

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.35

CONSTRUCT TURN OUT RTMP 0.41

CLEAN & MAINTAIN EXISTING

24"Ø CMP

INSTALL METAL END SECTION

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

REDUCE FILL OVER CMP BY

220 CY

MP 0.47

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.49

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.60

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.64

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.71

CLEAN SLUMP, REMOVE 20 CY

OF MATERIAL

MP 0.65

REF JCT RT 40N26B.1

MP 0.72

REF JCT RT TO LANDING

MP 0.74

REF END PROJECT

IMPROVE TURN AROUND

END OUTSLOPING

END CLEARING & BRUSHING

MP 0.95

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.80

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.84

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.88

CONSTRUCT TYPE IV CLASS L

MP 0.92

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

SUGAR CREEK

STORMPROOFING PHASE II

40N75

FS 40N26

PROJECT LIMIT, REF JCT FS 40N26

BEGIN CLEARING & BRUSHING

BEGIN 3%-5% OUTSLOPING, 14'

ROAD WIDTH PLUS CURVE

WIDENING

MP 0.00

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.06

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.03

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.16

REF FS BOUNDARY MARKER

MP 0.20

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

BEGIN ARCHEOLOGICAL

MONITOR ZONE - THE

CONTRACTOR SHALL NOTIFY

THE FOREST SERVICE AT LEAST

3 BUSINESS DAYS PRIOR TO

DOING ANY WORK FROM THE

THIS POINT TO THE END OF

ARCHEOLOGICAL MONITOR

ZONE

MP 0.28

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.32

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.37

REF JCT RT, CONSTRUCT BERM

TO BLOCK TRAIL

MP 0.38

REF JCT RT 40N75.1

MP 0.40

REF EARTHEN BERM, REMOVE

BERM

MP 0.41

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.46

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.49

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.51

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.55

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.61

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.65

INSTALL 42"Ø X 80' CMP

INSTALL METAL END SECTION

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.62

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.66

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.68

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.71

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.73

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.76

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.80

CONSTRUCT TYPE IV CLASS L

MP 0.85

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

SUGAR CREEK

STORMPROOFING PHASE II

40N75

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.87

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.88

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.91

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.98

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

END ARCHEOLOGICAL MONITOR

ZONE - THE CONTRACTOR

SHALL NOTIFY THE FOREST

SERVICE AT LEAST 3 BUSINESS

DAYS PRIOR TO DOING ANY

WORK FROM THE BEGINNING OF

THE ZONE TO THIS POINT

MP 1.01

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.12

INSTALL 24"Ø X 60' CMP

INSTALL METAL END SECTION

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.05

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.08

INSTALL 24"Ø X 60' CMP

INSTALL METAL END SECTION

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.15

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.18

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.23

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.33

INSTALL 24"Ø X 60' CMP

INSTALL METAL END SECTION

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 1.28

REF JCT TRAIL LT, END PROJECT

CONSTRUCT TURN AROUND

END OUTSLOPING

MP 1.35

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

SUGAR CREEK

STORMPROOFING PHASE II

40N66A

FS 40N66

PROJECT LIMIT

REF JCT FS 40N66

BEGIN CLEARING & BRUSHING

BEGIN 3%-5% OUTSLOPING

14' ROAD WIDTH PLUS CURVE

WIDENING. BEGIN PLACING 6"

COMPACTED DEPTH OF 1-1/2"

MINUS AGGREGATE SURFACING.

BLADING/COMPACTING OF THE

ROAD SURFACE SHALL BE

INCIDENTAL TO ROCKING.

MP 0.00

CLEAN & MAINTAIN EXISTING

36"Ø X 40' CMP

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

REDUCE FILL OVER CMP BY

360 CY, WIDEN ROAD AROUND

TURN IN ORDER TO MEET

CURVE WIDENING

SPECIFICATIONS

MP 0.04

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

BEGIN BERM REMOVAL RT

MP 0.06

END REMOVE BERM RT

MP 0.07

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.08

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.10

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

BEGIN BERM REMOVAL RT

MP 0.12

CLEAN & MAINTAIN EXISTING

18"Ø X 60' CMP

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

REDUCE FILL OVER CMP BY

360 CY

MP 0.14

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.16

END REMOVE BERM RT

MP 0.17

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.24

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.27

REMOVE EXISTING 24"Ø CMP

INSTALL NEW 36"Ø X 40' CMP

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

REDUCE FILL OVER CMP BY

450 CY

MP 0.29

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.30

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

REDUCE FILL BY 150 CY

MP 0.34

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.36

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.43

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.49

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.53

BEGIN CONSTRUCT LOOP TURN

AROUND

MP 0.56

END CONSTRUCT LOOP TURN

AROUND, END PROJECT

END AGGREGATE SURFACE

ROCKING

END OUTSLOPING

MP 0.59

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

SUGAR CREEK

STORMPROOFING PHASE II

40N66 BASE PACKAGE ONLY

FS 40N22

PROJECT LIMIT

REF JCT FS 40N22

BEGIN CLEARING & BRUSHING

14' ROAD WIDTH PLUS CURVE

WIDENING. BEGIN PLACING 6"

COMPACTED DEPTH OF 1-1/2"

MINUS AGGREGATE SURFACING.

BLADING/COMPACTING OF THE

ROAD SURFACE SHALL BE

INCIDENTAL TO ROCKING.

MP 0.00

REF GATE, CLEAR VEGETATION

AROUND GATE AND POSTS

MP 0.01

CONSTRUCT ROCK BARRICADE

IN FRONT OF TRAIL RT

MP 0.02

CONSTRUCT ROCK BARRICADE

IN FRONT OF TRAIL RT

MP 0.04

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.05

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.10

BEGIN 3%-5% OUTSLOPING

MP 0.12

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.14

REMOVE EXISTING 18"Ø CMP

INSTALL NEW 24"Ø X 40' CMP

INSTALL METAL END SECTION

MP 0.15

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.18

END REMOVE BERM LT

MP 0.24

BEGIN REMOVE BERM LT

MP 0.22

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.25

CONSTRUCT TURN OUT LT

MP 0.26

CONSTRUCT TURN OUT LT

MP 0.19

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.32

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.37

REMOVE EXISTING 18"Ø CMP

INSTALL NEW 36"Ø X 60' CMP

MP 0.38

CONSTRUCT TURN OUT

MP 0.39

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.41

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.46

REF JCT RT 40N66A

MP 0.48

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.50

CONSTRUCT TURN OUT LT

BEGIN REMOVE BERM LT

MP 0.54

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.56

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.58

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

END REMOVE BERM LT

MP 0.60

REF END PROJECT

END AGGREGATE SURFACE

ROCKING

END OUTSLOPING

MP 0.61

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

SUGAR CREEK

STORMPROOFING PHASE II

40N66 OPTION#1 PACKAGE ONLY

REF END OF BASE PACKAGE

BEGIN CLEARING & BRUSHING

BEGIN 3%-5% OUTSLOPING

14' ROAD WIDTH PLUS CURVE

WIDENING. BEGIN PLACING 6"

COMPACTED DEPTH OF 1-1/2"

MINUS AGGREGATE SURFACING.

BLADING/COMPACTING OF THE

ROAD SURFACE SHALL BE

INCIDENTAL TO ROCKING.

MP 0.61

FS 40N22

PROJECT LIMIT

REF JCT FS 40N22

MP 0.00

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.65

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.69

BEGIN REMOVE BERM LT

MP 0.72

END REMOVE BERM LT

MP 0.74

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.77

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.83

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.86

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.93

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

BEGIN REMOVE BERM LT

MP 0.96

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

END REMOVE BERM LT

MP 0.98

INSTALL NEW 24"Ø X 60' CMP

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 0.99

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.01

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.06

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.11

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.16

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.18

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.21

REF JCT RTMP 1.14

REF JCT RT

MP 1.25

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.26

CONSTRUCT TYPE IV CLASS L

MP 1.28

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

SUGAR CREEK

STORMPROOFING PHASE II

40N66 OPTION#1 PACKAGE ONLY

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.32

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.35

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.38

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.43

BEGIN REMOVE BERM LT

MP 1.44

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

END REMOVE BERM LT

MP 1.46

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.51

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.54

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.59

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.64

REF JCT RT

MP 1.68

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.70

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.75

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.80

CONSTRUCT ROCK BARRICADE

IN FRONT OF TRAIL RT

MP 1.82

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.84

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.86

REF JCT LT

MP 1.68

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 1.98

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 2.04

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 2.09

REMOVE DAMAGED 18"Ø CMP

INSTALL NEW 24"Ø X 40' CMP

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 2.11

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 2.15

CLEAN & MAINTAIN EXISTING

18"Ø X 40' CMP

CONSTRUCT TYPE IV CLASS L

MP 2.17

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

SUGAR CREEK

STORMPROOFING PHASE II

40N66 OPTION#1 PACKAGE ONLY

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 2.23

REF JCT LT FS 40N65

MP 2.29

REMOVE DAMAGED 30"Ø CMP

INSTALL NEW 36"Ø X 40' CMP

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

REDUCE FILL BY 360 CY

MP 2.35

REMOVE 18"Ø CMP

INSTALL NEW 24"Ø X 40' CMP

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 2.48

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 2.60

CONSTRUCT TYPE IV CLASS L

ROLLING DIP LT

MP 2.66

REF GATE, INSTALL BOULDER

BARRIERS NEXT TO GATE.

NOTE: GATE IS WELDED SHUT

MP 2.67

REF JCT CTY ROAD 2G001

END PROJECT

END AGGREGATE SURFACE

ROCKING

END OUTSLOPING

END CLEARING & BRUSHING

MP 2.70

CTY ROAD 2G001

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

SUGAR CREEK

STORMPROOFING PHASE II

40N65 OPTION#2 PACKAGE ONLY

FS 40N66

PROJECT LIMIT

REF JCT FS 40N66

BEGIN CLEARING & BRUSHING

BEGIN 3%-5% OUTSLOPING

14' ROAD WIDTH PLUS CURVE

WIDENING.

MP 0.00

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.05

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.10

CLEAN & MAINTAIN EXISTING

18"Ø X 50' CMP

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.13

CLEAN & MAINTAIN EXISTING

18"Ø X 40' CMP

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

REDUCE FILL OVER CMP BY

350 CY

MP 0.17

REF FS BOUNDARY MARKER

MP 0.26

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.31

REF FS BOUNDARY MARKER

MP 0.36

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.41

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 0.62

CLEAN & MAINTAIN EXISTING

18"Ø X 60' CMP

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

REDUCE FILL OVER CMP BY

150 CY

MP 0.69

REF FS BOUNDARY MARKER

END PROJECT

END OUTSLOPING

MP 0.70

NOTE: CLEAN/MAINTAIN EXISTING CMP(S) SHALL INCLUDE REMOVING ANY DEBRIS FROM W/IN THE CMP AS WELL AS W/IN A 14' RADIUS @ THE INLET & 10' RADIUS @ THE OUTLET.

STORMPROOFING PHASE II

40N20 OPTION#3 PACKAGE ONLY

CTY ROAD 2H003

PROJECT LIMIT

REF JCT CTY ROAD 2H003.

BEGIN CLEARING & BRUSHING

BEGIN 3%-5% OUTSLOPING

BEGIN 14' ROAD WIDTH PLUS

CURVE WIDENING.

MP 0.00

CONSTRUCT TYPE IV CLASS L

ROLLING DIP RT

MP 3.84

REF JCT RT 40N20B

MP 2.57

CONSTRUCT TYPE IV CLASS L

ROLL…

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File details come from the government source that posted it. Updated Nov 14, 2017.